Robustness of Steel Moment-Resisting Frames Under Column Loss Scenarios with and without Prior Seismic Damage

Robustness of Steel Moment-Resisting Frames Under Column Loss Scenarios with and without Prior Seismic Damage

This study investigates the robustness of steel moment-resisting frames (MRFs) under column loss scenarios, both in undamaged and post-seismic conditions. In this context, robustness is defined as the ability of a damaged structure to prevent progressive collapse following an earthquake. A parametri...

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Bibliographic Details
Main Authors: Silvia Costanzo, David Cassiano, Mario D’Aniello
Format: Article
Language:English
Published: MDPI AG 2025-07-01
Series:Buildings
Subjects:
steel moment-resisting frames
progressive collapse
post-seismic damage
nonlinear dynamic analysis
robustness
end-plate joints
Online Access:https://www.mdpi.com/2075-5309/15/14/2490
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